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HomeMy WebLinkAboutKC-15-665 - Gravel Backfill for Pipe Zone Bedding - Dated 11-20-15King County 155 IVIUjirUe AYC. IVC, blOg D LQ_ Renton, WA 98056-4199 DCNt. of TrauSNurtatiun rha,,C: LU5.295. / /09 Materials Laboratory King Caunty Fax: 206.296.01/9 yy aga a Test Data Project: City of Renton -Logan Avenue N. I ype of Material: Gravel Backfill for Pipe Zone Bedding - Purpose of Sample: Acceptance Sampled At: Pit Stux;kpitu Dame and location of Source: Prujet:t fflam6er: 1126896 Cab Sample Mamber: RG -15-665 Uate Sampled: 11/20/2015 Sampled By: cw ganton Ravyarrs, Renton Pit #: A-1 Total Weight: 3321.0 g SieveRetained Required Percent Percent Weight Spec.-• 11/2" 0.0 99-100 100 1" 0.0 75-100 100 5/d 14.6 50-100 100 1/2" 1 140.1 Mass :- 98 0 3%8.. 491.0 85 114" 1028.8 69 #4 1334.1 20.80 60 #10 1998.2 40 #40 2842.4 3-24 14 #IUU 3122.0 6 Tract. wt. Avg-. + #4: Fracture Spec: Dust Ratio: Dust Ratiu Spec: Sand Equivalent(AASHTO T176): 64 SE Spec: 15 min X 16=45 S avas nut meet Reviewed By: Approve8 for Distribution By: Materials Engine .r Inspector Remarks: Retained Sieve Weight Required Percent Percent Spec. Passing Fractured � 0 VlAaroh (AASH 10 11 7A): Mass :- � 0 RemarRs: Rei: (AASRTO T21 T11(A), T27 T176. T248, TP61) wSDOT 9-03.12(3) Date: 11/24/2015 Tested By: Distribution: MEN. � 0 � 0 � 0 City of Renton -Lagan Ave N. cw Resilient Engineer Project Enginew Donst. Admin. 'ontractwu 'it Log Vlat Ear) File =ax =ax K6.11 Count, 155 monroe Ave. IVP,131dt. D Dent. of Tron5l o. -Cation La WN,ton, WA 93uJ15,-4199 materials Laborstor, King G� ty Fhune: 206.296.7709 Maximum Qensfty carve Project: City or Renton - f'hghfands ro Lending Project Mum6er i mWiD Type of Material: M -Ae_v Lab Sample MurnOw Kt;-i4-349Kt;-i4-349ParpabH or 5ampla: N_Dale Sampled wzarzoig 5umpiea At: Mr Sampled By, JK Dame and Location or 500rca' Rill"ruff HV9;YcNTU Ph If A r Input Data Course Danaity (I MA3): 94.1 Rn'a D-analty (IbWflna): 113.2 I Coarse Specific Gravity 2.o2 15u We Spi-vm Gravity: 2.49 150 Results Passing #4 0 Maxbmum Density: 46.0 Maximum Density (Ibs/ft.'G)-. 129.o Passing #4 0 Minimum Density: 0.0 Minimum.: Denosty (ihsway 94.1 Percent Passing #4: 51,9 Approx. Opt. Moisture 114-0 12.3 Corrected Optimum Moisture 6.4 Corrected Optimum Moisture - (Approx. Opt. Moisture #4-0 X Percent Passing #4)/100 Yash #4 M 130 120 110 N lUU 90 so 7u Maximum Density curve u zu 4u 5u 8u 10C 7o Passing IN US sleve Remarks: Ret (WSDOT T-606, AASHTO T2, T11(A), T21, rz-qa) Unta: uaWTV IasterBy: Afew UTURU ui-stribution: Date(s): I# copies Reviewed By. 7� 1 Danaity Enukuar Approved for 1 File Distabution By: �'GS other RQvla0d 715708, vw 11murials own, Danaity cures Paas 04 Maximum Paas #4 Mar<Imum P905 #4 Maximum Pasa eq Maximum Yash #4 nniu rnum u 94.1 zu 1 UUM 40 121.9 60 125.0 80 117.5 7 94.0 zl 11 u.9 41 118.4 61 124.5 81 117.4 z a5.5 9'1 111.9 42 128.7 52 124.1 82 117.1 3 95.z 23 113.0 43 129.0 53 123.6 63 116.8 4 91.5 24 114.0 44 1z9.3 54 123.z 84 116.6 a a1.1 25 115.1 45 129.4 55 112.7 a5 116.4 0 90.4 zo 115.2 46 129 5 so 122.3 86 115.1 UU.1 z/ 11 /.z 47 11x.5 67 121.9 37 115.9 a 99.9 za 119.3 46 11x.4 Be 121.5 88 115.7 U luu.5 zu 119.3 49 119.1 69 121.1 89 115.4 I lul.4 3u 110.4 50 129.0 70 120.8 90 115.2 11 1 uz.1 31 1 z1.3 51 128,3 71 120.4 91 115.0 12 101.9 32 111.3 52 123.5 72 120.1 92 114.8 13 103.1 33 113.1 53 1P8.1 1 73 119.7 93 1146 14 104.15 34 124.0 54 127.3 74 119.4 n4 114.4 15 105.4 35 124.3 55 127,3 75 119.1 95 114.z 16 1011.3 36 125.5 56 126,9 76 118.8 us 114.0 17 107.z 37 '26.2 57 126.4 77 118.3 8/ i i1a 18 108.1 38 126.9 58 12o.0 to 1152 98 114.0 19 109.0 39 127.4 5a 125.5 IV 111.9 99 114.4 z0 109.9 40 127.9 ou 125.0 av 11 f-6 100 113.z Remarks: Ret (WSDOT T-606, AASHTO T2, T11(A), T21, rz-qa) Unta: uaWTV IasterBy: Afew UTURU ui-stribution: Date(s): I# copies Reviewed By. 7� 1 Danaity Enukuar Approved for 1 File Distabution By: �'GS other RQvla0d 715708, vw 11murials own,